Abstract
This paper presents a three-dimensional breaking wave model to investigate the spatial and temporal variation of fluid motions under breaking waves. A three-dimensional Large Eddy Simulation (LES) is used to solve the governing equations for the flow parameters. Fluid motions in the area near the breakwater and its turbulences as well as wave overtopping on an inclined breakwater are investigated. Through the model, the spatial and temporal variations of the hydrodynamic problems of breaking waves on a breakwater are examined.
| Original language | English |
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| Title of host publication | Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 |
| Pages | 261-273 |
| Number of pages | 13 |
| Publication status | Published - 2007 Dec 1 |
| Event | 30th International Conference on Coastal Engineering, ICCE 2006 - San Diego, CA, United States Duration: 2006 Sep 3 → 2006 Sep 8 |
Publication series
| Name | Proceedings of the Coastal Engineering Conference |
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| ISSN (Print) | 0161-3782 |
Conference
| Conference | 30th International Conference on Coastal Engineering, ICCE 2006 |
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| Country | United States |
| City | San Diego, CA |
| Period | 06/9/3 → 06/9/8 |
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ASJC Scopus subject areas
- Civil and Structural Engineering
- Ocean Engineering
- Oceanography
Cite this
Nguyen, D. T., & Shibayama, T. (2007). Numerical simulation of 3-d wave breaking on breakwater. In Proceedings of the 30th International Conference on Coastal Engineering 2006, ICCE 2006 (pp. 261-273). (Proceedings of the Coastal Engineering Conference).